Repairing/ reclamation and hard facing of worn-out teeth of crusher roll of btl chp.

Construction of rr masonry/ rcc revetment wall/ hume pipe culvert at various tower 06 no. tower loc. of various 05 no. 220/132 kv ehv lines through work contract under eht-maint., division, itarsi and bina

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr

Providing and laying pcc flooring near interim btl crusher room under rocp.

Engagement of hydraulic excavator to pick up the band other works at interim and btl crusher at rchp under rocp.

Engagement of hydraulic excavator to pick up the band other works at interim and btl crusher at rchp under rocp.

Providing and laying pcc pavement near belt line area of interim btl under rocp.

Providing and laying pcc flooring near interim crusher pannel room under rocp.

Lying of dry stone pitching at side slope of embankment in back side of boundary wall towards btl crusher under rocp.